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首页> 外文期刊>Journal of intelligent material systems and structures >A non-linear stiffness composite twisting I-beam
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A non-linear stiffness composite twisting I-beam

机译:非线性刚度复合工字梁

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摘要

A classic structural component of mechanical engineering, the I-beam, is re-designed by adding a morphing twist functionality to the high bending stiffness inherent to the geometry of the component. The beam, as with its conventional counterpart, is made of two flanges separated by a web. Here, bi-stability is introduced from a combination of flange pre-stress, web geometry and material properties, yielding a highly non-linear twist morphing structure while keeping the low weight and the high bending stiffness of the beam. The present case study offers two twisted stable shapes and can be morphed from one stable configuration to the other by applying a snap-through twist moment to the ends of the structure. Correlation is found between tests results, finite element model data and analytical predictions, validating the modelling assumptions. A sensitivity study is also performed to understand the influence of the design parameters of the beam and loading condition on the stability of the structure. As a result, the three conflicting requirements of adaptive structures are met in a single structural entity: low mass, load-carrying capability and compliance.
机译:机械工程的经典结构部件,工字梁,通过在部件几何形状固有的高抗弯刚度上添加变形扭曲功能来重新设计。横梁与传统横梁一样,由两个由腹板分隔的法兰制成。在此,结合了凸缘预应力,腹板几何形状和材料特性而引入了双稳定性,从而在保持梁的低重量和高弯曲刚度的同时,产生了高度非线性的扭曲变形结构。本案例研究提供了两种扭曲的稳定形状,并且可以通过在结构的两端施加快速扭曲力矩来将其从一种稳定配置变形为另一种稳定配置。在测试结果,有限元模型数据和分析预测之间找到相关性,从而验证了建模假设。还进行了敏感性研究,以了解梁的设计参数和加载条件对结构稳定性的影响。结果,在单个结构实体中满足了自适应结构的三个冲突要求:低质量,承载能力和顺应性。

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